|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Allied Asphalt | Status: Constructed | ||
| Location: T14S, R18W, Sec. 2, SE NW SW | County: Ellis | ||
| Directions: from Canterbury and 9th St Rd, Hays: .25 mi E | |||
| Latitude: 38.8610258 | Longitude: -99.2956339 | Datum NAD 27 | |
| Latitude: 38.8610375 | Longitude: -99.2960142 | Datum NAD 83 | |
| Longitude and latitude calculated by Survey from township-range-section-quarter calls. Only good to within the quarter call accuracy. | |||
| View well on interactive map | |||
| General Info | ||
| Well Depth: 38.9 ft. | Elevation: ft. | |
| Static Water Level: 33.4 ft. | Est. Yield: gpm. | |
| Comp. Date: 07-Nov-1992 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 3 | |
| Driller Info | ||
| Driller: Geotechnical Services, Inc. | License #: 531 | |
| Scanned Form | |
| View scan of this form in PDF format. | |
You will need the Acrobat PDF Reader, available free from Adobe, to read this file. | |
|
Chemical Sample Submitted?: No
Water Well disinfected?: | ||
| Ground water encountered: 31 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: |
Diam: 2 in. to 23 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 23 ft to 38 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 1 to 21 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: OTHER | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to .5 ft. | sand, asphalt | |
| From: .5 ft. to 3.5 ft. | fill; clay, very dark brown, moist, firm, with sand and gravel | |
| From: 3.5 ft. to 7 ft. | loess; silt, brown, moist, soft, friable (Peoria Loess) | |
| From: 7 ft. to 13 ft. | terrace; clay, gray brown, moist, firm, silty and sandy | |
| From: 13 ft. to 17.5 ft. | silt, light red, slightly moist, soft, large caliche concretions | |
| From: 17.5 ft. to 21 ft. | clay, light gray brown, moist, firm, with calcium straws and caliche stringers | |
| From: 21 ft. to 26 ft. | silt, light brown, slightly moist, soft, friable, with caliche concretions | |
| From: 26 ft. to 31 ft. | silt, light brown, moist, soft, friable, with caliche concretions | |
| From: 31 ft. to 35 ft. | silt, light brown, wet, soft, medium sandy | |
| From: 35 ft. to 40 ft. | medium to coarse sand, light brown, wet, poorly graded, silty and clayey | |